HomeMy WebLinkAboutEngineered Plan - Rev. 2015BM@T.0.F27.25
Corner Of
C oncrtete Pad
B M @ 20.0
19.5 F. G.
14" TEE AND
GAS B AFFLE
1000 GALLON H-10
EXISTING SEPTIC TANK
COVER TO WITHIN 6"
OF FINISHED GRADE-,
98.7
18.0
17.9
SEPTIC SYSTEM PROFILE
NOT TO SC ALE
D -BOX
F.G. 19.5 MINIMUM 2" PEASTONE OR
PIPE TO BE LEVEL GEOTEXTILE FABRIC
FOR 2' OUT OF D -BOX
TOP @ 16.8
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
-17.74 00000000000
000000-00000
6" COMPACT STONE
OR COMPACTED BASE
OUTWARD REACH
15.8
(2) 500 GAL DRYWELL H-10
WITH 3/4" -1 1/2' OF DOUBLE WASHED STONE
4' ON ENDS AND 3.58' ON SIDES
12.5' X 25'
O
N
-"BOTTOM @ 13.8
y
8.94'
jam, n %e
5.56 EL BOTTOM OF
#2 TEST HOLE
TEST HOLE LOG
DATE: 4/22/15
TEST BY: MIKE O'LOUGHLIN
WITNESS: AMY VON HONE
PERC RATE: < 2 MIN
TEST HOLE # 1
n>' 19.3 EL n"
TEST HOLE # 2
19.56 EL
FI LL
DAILY FLOW: (3) BEDROOMS
84"
330 GPD
12.3 EL
= 660 GPD
B W LOAMY SAND
USE: EXISTING 1000 GALLON
108"
10Y 5/8
10.0 EL
64"
MEDIUM SAND
14.23 EL
a
C 2.5Y 7/4
SOIL ABSORPTION SYSTEM:
156"
BW 10Y 5/8
6.3 EL
74„
DOUBLE
13.40 EL
TEST HOLE # 2
19.56 EL
NO WATER
ENCOUNTERED
BOTTOM OF PERK 88"
PRESOAK 9:40 < 9"
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00: TI TLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG,
REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN
ORDER TO LOCATE THEM ONCE BURIED.
8. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING
310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND
AND UNDER S.A.S.
_- 10. -ALL 4" __P-IPE-CONNEC-TIONS--AT SEPTIC --TANK AND D -BOX -SHALL ---
BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES,
THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
FILL
DAILY FLOW: (3) BEDROOMS
56"
330 GPD
14.90 EL
= 660 GPD
A LOAMY SAND
USE: EXISTING 1000 GALLON
H-10 SEPTIC
10Y 3/2
DISTRIBUTION BOX:
64"
AS DRYWELL.
14.23 EL
a
LOAMY SAND
SOIL ABSORPTION SYSTEM:
2. A 5' REMOVAL
BW 10Y 5/8
USE: (2) 500 GAL DRYWELLS
74„
DOUBLE
13.40 EL
AND 3.58' ON
Cl MEDIUM SAND
SIDEWALL AREA: 75' X 2' X
115"
2.5Y 7/4
X 0.74 =
231.25 GPD
C2 SAND LOAMY
SOFT =
1901,
2.5Y 6/4
9.38 Et
MEDIUM SAND
C3 2.5Y 7/4
KEN ETH JANSSON
168"
NONE REQUIRED
5.56 EL
NO WATER
ENCOUNTERED
BOTTOM OF PERK 88"
PRESOAK 9:40 < 9"
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00: TI TLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG,
REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN
ORDER TO LOCATE THEM ONCE BURIED.
8. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE
SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING
310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND
AND UNDER S.A.S.
_- 10. -ALL 4" __P-IPE-CONNEC-TIONS--AT SEPTIC --TANK AND D -BOX -SHALL ---
BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES,
THESE TOO SHALL BE MORTARED IN PLACE.
DESIGN DATA
SEWAGE PLAN
DAILY FLOW: (3) BEDROOMS
X 110 GPD =
330 GPD
SEPTIC TANK: 330 GPD X 2
= 660 GPD
Lc�
USE: EXISTING 1000 GALLON
H-10 SEPTIC
TANK
DISTRIBUTION BOX:
LU
AS DRYWELL.
USE: DB -6 H-20
a
�
SOIL ABSORPTION SYSTEM:
2. A 5' REMOVAL
IS REQUIRED TO REMOVE THE A & B LAYERS.
USE: (2) 500 GAL DRYWELLS
H-10 WITH
DOUBLE
WASHED STONE 4' ON ENDS
AND 3.58' ON
SIDES.
SIDEWALL AREA: 75' X 2' X
0.74 = 111.00 GPD
BOTTOM AREA: 12.5' X 25'
X 0.74 =
231.25 GPD
TOTAL AREA: 150 SQFT + 312.50
SOFT =
342.25 GPD
SEWAGE PLAN
ENGINEER:
1. PUMPOUT ONE
NOTE
EXISTING LEACHING PIT AND REMOVE ALL
STEPHEN HAAS
LOCATION:
Lc�
F=
CONTAMINATED SOILS. SECOND LEACHING PIT' PUMPOUT AND USE
LWl
o
LU
AS DRYWELL.
PAUL MARSH
a
�
2. A 5' REMOVAL
IS REQUIRED TO REMOVE THE A & B LAYERS.
n�
JOB NUMBER: 5-21-15SP
SHEET NUMBER: 1 DRW BY KMJ
REVISION:
Rev June 2, 2015
THE DESIGNER AND
THE BOARD OF HEALTH TO INSPECT OVER -DIG
0
PREPA FROM CERTIFIED PLC
J. O'LOUGHLIN INC.
PLAN BY ELDREDGE SURVEYING
-�-
Q
3. EXISTING 1000
Q�FEPQKTTO REMAIN.
(508) 362-4942
KEN ETH JANSSON
NONE REQUIRED
VE DI
E
Date�
HEALTH
AGENT APPROVAL DATE
SEWAGE PLAN
ENGINEER:
STEPHEN HAAS
LOCATION:
23 OUTWARDREACH
YARMOUTH MA
'
PREPARED FOR:
PAUL MARSH
W ,
* d�°, Y: ✓' j:
SCALE: 1" = 10'
DATE: MAY 21, 2015
JOB NUMBER: 5-21-15SP
SHEET NUMBER: 1 DRW BY KMJ
REVISION:
Rev June 2, 2015
MAP: 125
PARCEL: 7 8
V
PREPA FROM CERTIFIED PLC
J. O'LOUGHLIN INC.
PLAN BY ELDREDGE SURVEYING
COMPANY DATED 12/10/13
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942
KEN ETH JANSSON